Bridge Statistics for Lloyd, New York (NY) - Condition, Traffic, Stress, Structural Evaluation, Project Costs

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Structure Number: 100731,  Location: 2.1 MI S JCT US9W & SH299 (Lat: 41.712350,  Lng: -73.964308),  Route carried "on" structure: US 9W,  Year Built: 1930,  Year Reconstructed: 1968,  Status: Open,  Structure Length: 2.46m (8.07ft),  Average Daily Traffic: 26,957 (year 2007),  Truck Traffic: 6%,  Average Future Daily Traffic: 35,074 (year 2027),  Design Load: H 20,  Features Intersected: EX-NY NH & HFD RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.566,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.0m (59.1ft),  Skew: 23 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 22.8m (74.8ft),  Curb or Sidewalk Widths: Left: 3.3m (10.8ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 18.0m (59.1ft),  Out-to-Out Width: 24.2m (79.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 62.1 metric tons,  Inventory Rating: 23.9 metric tons,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.46m (8.07ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2007,  Bridge Improvement Cost: $256,000,  Roadway Improvement Cost: $152,000,  Total Project Cost: $408,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 100732,  Location: 1.5 MI S JCT RTS 9W+299 (Lat: 41.720650,  Lng: -73.960881),  Route carried "on" structure: US 9W,  Year Built: 1937,  Year Reconstructed: 1953,  Status: Open,  Structure Length: 11.91m (39.07ft),  Average Daily Traffic: 26,744 (year 2005),  Truck Traffic: 6%,  Average Future Daily Traffic: 34,797 (year 2025),  Design Load: H 20,  Features Intersected: VINEYARD AVENUE, TWAALFS
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.580,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.5m (50.9ft),  Skew: 5 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 20.7m (67.9ft),  Curb-To-Curb Width: 15.3m (50.2ft),  Out-to-Out Width: 16.0m (52.5ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Fair,  Operating Rating: 36.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 21.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Underclear: High priority of corrective action,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 11.91m (39.07ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2007,  Bridge Improvement Cost: $256,000,  Roadway Improvement Cost: $152,000,  Total Project Cost: $408,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 104525,  Location: 1.1 MI W JCT RTS 299+9W (Lat: 41.745164,  Lng: -73.985025),  Route carried "on" structure: State highway 299,  Year Built: 1959,  Year Reconstructed: 1994,  Status: Open,  Structure Length: 2.74m (8.99ft),  Average Daily Traffic: 20,387 (year 2005),  Truck Traffic: 6%,  Average Future Daily Traffic: 26,526 (year 2025),  Design Load: H 20,  Features Intersected: BLACK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.723,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.5m (37.7ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 26.2m (86.0ft),  Curb-To-Curb Width: 16.7m (54.8ft),  Out-to-Out Width: 17.6m (57.7ft)

Condition: Deck: Satisfactory,  Superstructure: Excellent,  Substructure: Good,  Channel: Very good,  Inventory Rating: 89.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.74m (8.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2006,  Bridge Improvement Cost: $702,000,  Roadway Improvement Cost: $418,000,  Total Project Cost: $1,120,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 226423,  Location: AT HIGHLAND (Lat: 41.718389,  Lng: -73.954653),  Route carried "on" structure: City street ,  Year Built: 2006,  Status: Closed,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 553 (year 1997),  Truck Traffic: 8%,  Average Future Daily Traffic: 735 (year 2017),  Design Load: HS 25,  Features Intersected: TWAALFSKILL CREEK,  Facility Carried by Structure: RIVER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.3m (24.0ft),  Curb-To-Curb Width: 8.0m (26.2ft),  Out-to-Out Width: 8.7m (28.5ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Good,  Operating Rating: 78.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 47.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Superior to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below),  Length Of Structure Improvement: 0.79m (2.59ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2006,  Bridge Improvement Cost: $151,000,  Roadway Improvement Cost: $90,000,  Total Project Cost: $241,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 322427,  Location: 4.0 MI E OF NEW PALTZ (Lat: 41.736789,  Lng: -74.006353),  Route carried "on" structure: County highway ,  Year Built: 1914,  Status: Open,  Structure Length: 2.43m (7.97ft),  Average Daily Traffic: 2,700 (year 1997),  Truck Traffic: 8%,  Average Future Daily Traffic: 3,591 (year 2017),  Features Intersected: EX-NY NH & HFD RR,  Facility Carried by Structure: NEW PALTZ ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Maintenance Responsibility: County Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 22.8m (74.8ft),  Curb-To-Curb Width: 8.7m (28.5ft),  Out-to-Out Width: 9.9m (32.5ft)

Condition: Superstructure: Poor,  Substructure: Fair,  Operating Rating: 42.2 metric tons,  Inventory Rating: 10.7 metric tons,  Structural Evaluation: High priority of replacement,  Deck Geometry: Meets minimum limits,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 2.43m (7.97ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2006,  Bridge Improvement Cost: $580,000,  Roadway Improvement Cost: $360,000,  Total Project Cost: $940,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 322428,  Location: 1.3 MI NW OF HIGHLAND (Lat: 41.735197,  Lng: -73.980861),  Route carried "on" structure: County highway ,  Year Built: 1914,  Status: Open,  Structure Length: 2.49m (8.17ft),  Average Daily Traffic: 8,000 (year 2007),  Truck Traffic: 8%,  Average Future Daily Traffic: 10,640 ,  Features Intersected: BIKE PATH-EX NHRR,  Facility Carried by Structure: NEW PALTZ ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.0m (19.7ft),  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 23.7m (77.8ft),  Curb-To-Curb Width: 8.9m (29.2ft),  Out-to-Out Width: 9.9m (32.5ft)

Condition: Superstructure: Fair,  Substructure: Fair,  Operating Rating: 47.0 metric tons,  Inventory Rating: 16.3 metric tons,  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of replacement,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 2.49m (8.17ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2007,  Bridge Improvement Cost: $551,000,  Roadway Improvement Cost: $328,000,  Total Project Cost: $879,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 336522,  Location: 4 MI E OF NEW PALTZ (Lat: 41.733731,  Lng: -74.004753),  Route carried "on" structure: County highway ,  Year Built: 1963,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 1,693 (year 2005),  Truck Traffic: 8%,  Average Future Daily Traffic: 2,252 (year 2025),  Features Intersected: BLACK CREEK,  Facility Carried by Structure: PANCAKE HOLLOW RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.7m (22.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Superstructure: Satisfactory,  Substructure: Fair,  Channel: Fair,  Operating Rating: 77.3 metric tons,  Inventory Rating: 32.6 metric tons,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 0.76m (2.49ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2006,  Bridge Improvement Cost: $424,000,  Roadway Improvement Cost: $252,000,  Total Project Cost: $676,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 502553,  Location: JCT RTS 44-55 < HUDSON R (Lat: 41.702989,  Lng: -73.946964),  Route carried "on" structure: US 44,  Year Built: 1930,  Year Reconstructed: 1989,  Status: Open,  Structure Length: 128.04m (420.08ft),  Average Daily Traffic: 36,411 (year 2002),  Truck Traffic: 8%,  Average Future Daily Traffic: 47,039 (year 2022),  Features Intersected: RTE 9, HUDSON RIVER, CSX
Minimum Vertical Clearance: 4.80m (15.75ft),  Kilometerpoint: 208.398,  Lanes on structure: 3,  Lanes under structure: 2,  Toll: Toll bridge,  Owner: State Toll Authority,  Approaching Roadway Width: 15.2m (49.9ft),  Navigation Control: Yes ( Vertical Clearance: 41.7m (136.8ft), Horizontal Clearance: 147.8m (484.9ft)),  Material/Design: Steel continuous,  Design/Construction: Suspension,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 18,  Length of Maximum Span: 455.6m (1,494.8ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 9.4m (30.8ft),  Out-to-Out Width: 10.3m (33.8ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 73.7 metric tons,  Inventory Rating: 32.6 metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 128.04m (420.08ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: May 2006,  Critical Feature Inspection Date: May 2006,  Underwater Inspection Date: July 1993,  Bridge Improvement Cost: $17,140,000,  Roadway Improvement Cost: $9,773,000,  Total Project Cost: $26,913,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 505445,  Location: JCT RTS 44-55 < 9W (Lat: 41.707083,  Lng: -73.966375),  Route carried "on" structure: US 44,  Year Built: 1966,  Year Reconstructed: 1979,  Status: Open,  Structure Length: 4.29m (14.07ft),  Average Daily Traffic: 36,411 (year 2002),  Truck Traffic: 8%,  Average Future Daily Traffic: 47,039 (year 2022),  Design Load: HS 20,  Features Intersected: RTE 9W
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 206.757,  Lanes on structure: 2,  Lanes under structure: 5,  Owner: State Toll Authority,  Approaching Roadway Width: 14.0m (45.9ft),  Skew: 20 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 41.4m (135.8ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 9.7m (31.8ft),  Out-to-Out Width: 11.8m (38.7ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 58.1 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.29m (14.07ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2008,  Bridge Improvement Cost: $1,094,000,  Roadway Improvement Cost: $651,000,  Total Project Cost: $1,745,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 5515369,  Location: 3.4 MI NE OF MODENA (Lat: 41.691233,  Lng: -74.077903),  Route carried "on" structure: Interstate 87,  Year Built: 1955,  Status: Open,  Structure Length: 6.31m (20.70ft),  Average Daily Traffic: 39,828 (year 2000),  Truck Traffic: 27%,  Average Future Daily Traffic: 70,026 (year 2020),  Design Load: HS 20+Mod,  Features Intersected: CSX ABANDONED RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 171.632,  Lanes on structure: 4,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 30.5m (100.1ft),  Skew: 34 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 20.4m (66.9ft),  Curb or Sidewalk Widths: Left: 0.8m (2.6ft),  Right: 0.8m (2.6ft),  Curb-To-Curb Width: 29.9m (98.1ft),  Out-to-Out Width: 34.7m (113.8ft)

Condition: Deck: Fair,  Superstructure: Poor,  Substructure: Fair,  Operating Rating: 51.7 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.31m (20.70ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2007,  Bridge Improvement Cost: $4,838,000,  Roadway Improvement Cost: $2,808,000,  Total Project Cost: $7,646,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 502553,  Location: JCT RTS 44-55 < HUDSON R (Lat: 41.702989,  Lng: -73.946964),  Route carried "under" structure: US 9,  Year Built: 1930,  Structure Length: 128.04m (420.08ft),  Average Daily Traffic: 30,382 (year 1999),  Truck Traffic: 6%,  Features Intersected: RTE 9, HUDSON RIVER, CSX,  Facility Carried by Structure: RTE 44
Minimum Vertical Clearance: 4.39m (14.40ft),  Kilometerpoint: 2.719,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Suspension,  Length of Maximum Span: 455.6m (1,494.8ft)

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Structure Number: 505445,  Location: JCT RTS 44-55 < 9W (Lat: 41.707083,  Lng: -73.966375),  Route carried "under" structure: US 9W,  Year Built: 1966,  Structure Length: 4.29m (14.07ft),  Average Daily Traffic: 26,955 (year 2007),  Truck Traffic: 6%,  Features Intersected: RTE 9W,  Facility Carried by Structure: RTE 44
Minimum Vertical Clearance: 4.72m (15.49ft),  Kilometerpoint: 13.918,  Lanes on structure: 2,  Lanes under structure: 5,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 41.4m (135.8ft)

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Structure Number: 700533,  Location: 1.2 MI E JCT US44 & US 9W (Lat: 41.710444,  Lng: -73.936931),  Route carried "under" structure: US 9,  Year Built: 1888,  Structure Length: 206.25m (676.67ft),  Average Daily Traffic: 30,382 (year 1999),  Truck Traffic: 6%,  Features Intersected: RTE 9, HUDSON RIVER, MET,  Facility Carried by Structure: EX - NY NH & H RR
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 3.475,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Truss - Deck,  Length of Maximum Span: 155.1m (508.9ft)